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Nuivv �. RDWARE <br />IOVVIJ o� 2CIFIED <br />'.MAIN I_,. WGED <br />EXTENDED GARAGE OPTION - ELEV. '6 <br />I <br />al <br />I <br />I <br />I <br />I <br />�T <br />l <br />I <br />I <br />I <br />soP <br />1 ALL FRAMING OR HARDWARE <br />S07 NOT SHOWN OR SPECIFIED <br />TO REMAIN UNCHANGED <br />I <br />I <br />I II <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />, <br />I 507 <br />- <br />- - - - - - - <br />- - <br />6'-Y <br />3-CAR GARAGE OPTION - ELEV. S <br />FOUNDATION PLAN NOTES <br />1 S abronGrade Shall be 4 thick Slab shall be poured over Free Ora n nB ranular FiA per eotechnhcal Report. See Architeclurel <br />Draw ngs for Slab Elevation, Depressbn and Slope requirements <br />2. Construct on/Control Joint in Slabs are optional but recommended to co tibl cracking. When used, slab areas between joists shall <br />be approximately square and 400-sf of less. <br />3. The Contractor shall determine actual fooling elevations based on final grades and site wndlhons. Bob— of Footings shall be set <br />on competent, properly graded bearing soil below Frost Depth. <br />4. Anchor Bolts for Eidendr Stud Walls shall be in accordance with P1.6 of the Shear Wall Schedule of 1IS06, u.o.n. <br />5. Sae 10/S06 for Snr sun to USP hardware canversien table. <br />LEGEND <br />XX <br />SX.X <br />DETAIL CALL -OUT <br />Pt-X <br />ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11.1. <br />.-S-ON-GRADE PER PLAN NOTE 1 <br />FOUNDATION WALL <br />RAISED FOUNDATION WALL <br />0 <br />BEARING OR SHEAR WALL ABOVE <br />BELOW <br />CRAWL SPACE POST <br />OFOOTING <br />CALL -OUT SEE 5/S07 <br />STEP <br />STEP TOP OF STEM WALL <br />0 1 2 4 8 16 <br />1/4'=1'A" <br />