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F I <br /> W <br /> m� <br /> m <br /> m <br /> h <br /> 8 Y <br /> 1- <br /> s` <br /> :41-1 <br /> `3�a - <br /> OO ILL <br /> w <br /> 1 <br /> Z Pi-6 0 <br /> �x I . � W <br /> U <br /> I J <br /> III I I 1 ` W <br /> ` I Sol 1 Q <br /> I I i <br /> FRAMING OR HARDWARE <br /> NJ � _ NOT SHOWN OR SPECIFIED <br /> 1 - i TO REMAIN UNCHANGED <br /> w <br /> Z w <br /> w�_ <br /> I I ; . <br /> I I FOUNDATION PLAN NOTES' ILL <br /> 3 1 Slab-on-Grade shall be 4 thick.Slab shall be poured aver f ree Dra n ng Granular Fill per Geolechn wl ReporL Be.ArOfieRural 0 <br /> S07 O Drawings for Slab Ele-b"Oapress on and Slope raqui emenis. } <br /> I L 2. he appr irr,t ly eq joint eadd 4abs are op onal but re omi tended to control cracking.When used,slab areas be wee to s s shall Q C) <br /> -- --- — � i De approz mately square antl 400 sF or less ' 1 1 (, <br /> ——————— — 3 The Contractor shall delemt'ne actual footingI fi based on final 0 d site mntl Eons Bottom of Foot n hall be sal �1 L——_— ml- ost grades an gs s <br /> on wmPelent properly graded beat ng soli below Frost Depth. � O <br /> s __ —— 4. Anchor Bolts for E#enor Stud Walls shall be in accoMance w th P1 6 of the Shear Wall Schedule of 1'506 u o n <br /> 1` 5. See 10/SO6 for S mpson to USP hardware conversion table. O <br /> 10Y�" 8'-3" 10Yz 1 <br /> LL. � <br /> LEGEND <br /> D <br /> E TENt -f :'P TION-ELE-; 3-CAR GARAGE OPTION-ELEV.'A' <br /> SX.X DETAIL CALL-OUT <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> `— SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> L IO <br /> — m <br /> �� FOUNDATN WALL � <br /> r_ <br /> RAISED FOUNDATION WALL <br /> IY <br /> W <br /> -_-1 BEARING OR SHEAR WALL ABOVE d <br /> IW- n <br /> pQ v <br /> ® CRAWL SPACE POST BELOW � <br /> O FOOTING CALL-OUT SEE S/S07 W o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 A 8 16 <br /> S02.1A(M) <br /> 1ta.=r-0. <br />