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+A <br /> LU N� <br /> L9 S p <br /> p g xl <br /> we i <br /> w- <br /> D nN <br /> _ ws <br /> a i <br /> rF <br /> O r'; <br /> ' mm <br /> m. <br /> t` <br /> Vi <br /> �x <br /> Z;1 } <br /> hSNr,FGI. _ <br /> S6 <br /> LL <br /> W W <br /> ._ 4- 10'W —1 <br /> = W <br /> w wl Cj <br /> f I a I 1` Q <br /> P1- 2�_0" <br /> — L I r-- ---- L----- <br /> II <br /> W \ <br /> �p <br /> J <br /> I I W <br /> } `so s <br /> ALL FRAMING :"I I tM1 1 1 L - ALL FRAMING OR HARDWARE <br /> NOT I IOV1II OR bf L 11 11L' NOT SHOWN OR SPECIFIED <br /> LI TO REMAINUWCI 1 b,I, TO REMAIN UNCHANGED <br /> 1I <br /> I I W <br /> z' W <br /> O > <br /> I FOUNDATION PLAN NOTES: u- <br /> 3 1 Slalb-on-Grade shall be 4 th k SI b Shall ba pouretl ov F D g Granular ill per Geotechn cal Report.S A h'tedural <br /> S07 O Draw ngs for Slab El—ti Dap Daipm iii.,and Slupe mqu 1 } <br /> _ — <br /> I L -- f I 2 Co tatrucl onlControl Joint'ri Slabs are optional but recommended to control cracking.When usetl slab areas between jo'sls shall Q <br /> --- — - - I be apprax ma[ely square antl 400-sf orleca (, <br /> 11111 <br /> L_ ————— 3. The Contractor shall damn ne actual foots tons based on final des and site conditions.Bottom of Footings hall be set <br /> �, 1 1' L- Q L----- beaus bra gss z Z <br /> N --_ _ on competent properly graded bearing soil below Frost Depth. 0 <br /> —— 4. Anchor Bolls for Exterior StW Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 11S06, I— <br /> F S. See 101S06 far Simpson to USP hardware cohn ers on table. O 2) <br /> 10yj B'-3" 10YY 0 <br /> LEGEND <br /> EXTENDED GARAGE OPTION-ELE✓`.-. - 3-CAR GARAGE OPTION-ELEV.'A' —' <br /> XX DETAIL CALL-OUT <br /> sx.x <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1I806 <br /> ' SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> _- - L FOUNDATION WALL <br /> ---J y <br /> F <br /> -- RAISED FOUNDATION WALL <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE (L <br /> U N <br /> Fs <br /> CRAWL SPACE POST BELOW L1 � <br /> XX FOOTING CALL-OUT SEE S-01 i'u <br /> UJ <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 e 16 S02.1A(M) <br />