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=.5 <br /> N G <br /> W z <br /> 0 <br /> Q Ia. S I <br /> Q GI r L_ <br /> T <br /> >4 <br /> wr <br /> a' J <br /> i= <br /> m <br /> m <br /> a� <br /> n <br /> z - <br /> z <br /> w - <br /> � pFTASNi�, <br /> ti <br /> I =_ <br /> c W <br /> �I I W <br /> al al I (D <br /> I I I I Q <br /> I 2'D" <br /> F Q <br /> �- r------- -t ---- Uj <br /> I <br /> T J <br /> w <br /> 1 <br /> 'I ALL FRAvII a (=.ri u I ALL FRAMING OR HARDWARE <br /> NOT oHOV�d Ur BrLr Ir ILA I - NOT SHOWN OR SPECIFIED <br /> TO REMAiI UN", ---. I I TO REMAIN UNCHANGED <br /> X <br /> ! li I Z w <br /> O w <br /> I FOUNDATION PLAN NOTES: ILL <br /> 3 1 Slab on-Grade shall be 4 thick.Slab shall be poured over Free Dra n ng Granular F II per Geotechn cal Rep n,S A hilectural �. Q <br /> �'i I S07 O Draw ngs for Slab Elevation Depress on and Slope rnyui-emants <br /> 2. Q } <br /> ConsWction/ConVol Joint 1 Slabs are optional but recomirientled to control cracking When used slab areas between joists shall <br /> - _ -" be approximately square and 400-sf or less U <br /> o � �l S L_ 3. The Confraclor stall determine aCual toning elevations based on Mal grades and site conditions.Bottom of Footings shall be set 7 a Z <br /> iu 111 — —— on competent properly graded bearing Sall below Frost Depth. r� O <br /> 4. Anchor Bolls for EMerior Stud;Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1I606,u.o.n. <br /> 10Y2' 6. See 10/SO6 for Simpson to LISP hardware conversion table. O V <br /> 8'-3" 10Yz' Q <br /> LEGEND <br /> EXTENDED Gr-RAGE OPTION-ELEv_ 3-CAR GARAGE OPTION-ELEV.'A' xx -' <br /> SX.X DETAIL CALL-OUT <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 <br /> SLAB-0N-GRADE PER PLAN NOTE 1 k <br /> r01 FOUNDATION WALL <br /> r_ <br /> 0 RAISED FOUNDATION WALLIX <br /> E <br /> w <br /> 0 BEARING OR SHEAR WALL ABOVE a <br /> N <br /> F; fr <br /> CRAWL SPACE POST BELOW <br /> OFOOTING CALLAUT SEE-.1 Ci Zi <br /> STEP STEP TOP OF STEM WALL <br /> 114"=7'0" 0 I 2 4 8 16 <br /> t302.1 A(M) <br />