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C; <br /> w <br /> o i =c, <br /> k� <br /> W z <br /> mm <br /> ry <br /> ry <br /> s� <br /> ij <br /> 5'0" <br /> I I I <br /> Ia 00 (D <br /> - r -- ILL <br /> --=----J Z (D <br /> Q <br /> I 1 <br /> I® zp <br /> T— <br /> ALL FRAMING OR HA1tiaUyi,Rt=. ALL FRAMING OR HARDWARE <br /> NOT SHOWN ORS CIFIE6 E NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCr aNGEC TO REMAIN UNCHANGED '� W <br /> �j <br /> c1l J b <br /> I I <br /> I I I <br /> L I I <br /> I I <br /> I I <br /> I W <br /> W <br /> Uj <br /> _ FOUNDATION PLAN NOTES: - _ LL <br /> 1 stab she be 4 th ck Ell ab s poured over reb raining e�ranuler ill per eotechn cal Repoli S A h tectural Q <br /> — — Drawings(orCon Slab Elevation Slabs <br /> antl Sbp <br /> optional <br /> requirements. � Z } <br /> des to wno-ol cracking.when used slat areas to waen I ' N _J 2 ConsWclon/Control Joint'n Slabs are optional but rewmmeejoists shall S� <br /> —— 1-g w <br /> be approximately square and 900-sf or lase L <br /> 3 The Contractor shall delermne auual footing elevaCons bared on Final grades and site conditiats.Bottom of Foa!n9s shall(le 56{ 1� � Z ' <br /> 1 OYz ]yj" 5 0 on competent property graded bearing soil below Frost Depth. O <br /> 4, Anchor Bolls for Eztenor Stud Walls shall be in ewotdance with Pi-6 ofthe Shear Wdll Schedule of 1/S06,u,o,n <br /> 5. See 10/S06 for Simpson to USP hardware con-.,.n table. 0 <br /> 3-CAR GARAGE OPTIGN_-cLi='v. EXTENDED GARAGE OPTION ELEV.'C' LL U <br /> - U) ' <br /> -- -- -- LEGEND <br /> XX — D <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11S06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 t- <br /> :S <br /> 0 <br /> I— J FOUNDATION WALL m <br /> I•� <br /> 0 RAISED FOUNDATION WALL [C <br /> BEARING OR SHEAR WALL ABOVE LL <br /> Q 5 <br /> O <br /> CRAWL SPACE POST BELOW <br /> OFOOTING CALL-OUT SEE 61507 w <br /> STEP STEP TOP OF STEM WALL <br /> 0 <br /> 1 2 8 16 S02.1 C <br />