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0 <br /> FOUNDATION PLAN NOTES: <br /> 1. Slab-omGrade shall be 4 th¢k.Slab shall be poured ovar Free Dram4ng Granular Fill per Geotechmwl ReporL Sea Anchh-tval <br /> Drawings for Slab Elevation,Depression,and Slope regwremenls. W <br /> 2. Consr—ti NC—ml Joint in Slabs are optional but recommended to control cracking.When used,slab areas between joists shall W I z <br /> be approximately square and 400-sf or less. Q 2 O <br /> 3 The C,nt ador shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings shall be set Q"�ti ti <br /> on competent,properly graded bearing sail below Frost Depth, U(71 E - <br /> 4. Anchor Bolls for E—mr Stud Walls shall be in a—da—who,P1-6of the Shear Wall Schedule of 1/S06, <br /> U"— 5. See 101506 for Simpson to USP hardware conversion table. Q J <br /> 2= <br /> ts'-a'--- 17'-0" LEGEND m m <br /> DETAIL CALL-OUT <br /> SLAB-ON-GRADE o�N <br /> 24 P-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11SM (n <br /> 2/ SIAB-ON-GRADE PER PLAN NOTE 1 4 <br /> z _ <br /> - j STUB OUT <br /> REBAR 18" a, LOJ FOUNDATION WALL W ' <br /> (3 PLACES) L1a <br /> — P1 6— ——— RAISED FOUNDATION WALL z - <br /> I ) .. ( BEARING OR SHEAR WALL ABOVE z <br /> L t.._ ———————_——— x <br /> 21 n- 4-6,__. __-- I W <br /> I II I <br /> CRAWL SPACE POST BELOW <br /> rT. <br /> m XX FOOTING CALL-OUT SEE 51S07 F.oE• 9F r1 <br /> z <br /> STEP STEP TOP OF STEM WALL 1 I / <br /> 18 t8 to <br /> n i...... .......U-e 6.6" 6'-6" 2'0" <br /> I <br /> � I <br /> W <br /> L J <br /> W <br /> a — --- 2 0 —4-4 2,iYz T-0" 1 Q <br /> ``Qrn1 <br /> V <br /> O Z <br /> � '� Q <br /> a� I W <br /> o = J <br /> W <br /> 2:-, <br /> -Sy <br /> W <br /> I I ALL FRAMING OR HARDWARE O W <br /> UJ <br /> ' I• � � NOT SHOWN OR SPECIFIED (Lj I <br /> U TO REMAIN NCHANGED <br /> � �• I., I� � 1 i L z O <br /> I IHD HD <br /> 3' <br /> 24"MIN RAISED < F- <br /> 8" �;,EBAR 18" STEM WALL RETURNoSTEP STEM ,• STEP.. y� ~ STEP �� q\`� STEP PLACES) STEP J Z <br /> x= --- — --- --- — — J e ---- L— -- — O <br /> (P7-_4-� O - ��5� STUB OUT REBAR I - <br /> PER �� -�� �,�o� I 18"(3 PLACES) I - 0 <br /> LL <br /> ATTACH 2x PORCH <br /> WALLS DIRECTLY m <br /> PORC <br /> -:L_-- ------� TO PORCH SLAB —� <br /> ARECTLY gO7 SLAB-ON-GRADE ` I PER 121SO7 <br /> 2CH SLAB PORCH - <br /> - <br /> =R 12/S07 <br /> j REFER TO ARCH'L <br /> SECTION D3814 FOR 1 SLAB-ON-GRADE <br /> 1 FRONT PORCH SO7 PORCH < <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L m <br /> SECTION D38/4 FOR <br /> _ <br /> 6._g FRONT PORCH t" 2'-5Yz' <br /> 1'-3" 70'-5Y" FOUNDATION <br /> CONSTRUCTION W <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' w a <br /> i <br /> o <br /> w <br /> I, o , 2 4 6 s <br /> S02A(M) <br /> va°=r-0• <br />