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G <br /> G <br /> W >Z <br /> O 2 G <br /> o u <br /> �J 3 <br /> W W <br /> U� n i <br /> LL+ wj <br /> 30'-0" d c J w <br /> S= <br /> IT-0" <br /> mm <br /> y�� N <br /> 2 d" <br /> 0 Q SLAB-ON-GRADE <br /> 24 <br /> r <br /> 2%,. L J I z a y <br /> STUB OUT -I <br /> (3 PLACES) <br /> ------ -- 18r-4 <br /> ——_ <br /> .11 <br /> ———— ---- ——— ---- JL+J L®J L LJ 2 <br /> I I <br /> �T , <br /> as r <br /> So NP <br /> o� 4 - <br /> Q y 507 TYP <br /> 78 iB 18 Q�� 78 18 I 6fi8 EW .t <br /> I Ir—� r—� r— r—� r--II I f..ima eluk •,<Y <br /> J .. <br /> I <br /> I I I I ---'— <br /> I I <br /> F '00 _0 <br /> LL W <br /> 1� I T W <br /> — — --- <br /> I --. <br /> L—J <br /> 7e L <br /> E. <br /> m I J <br /> I �o ro I W <br /> j�.. � I = W <br /> I I 7a 16 I I I I <br /> J SLAB-ON-GRADE 2 <br /> .... .__. .. _ I PER PLAN NOTE 1 I S07 <br /> 2'-0" 6'-SY" 2'-0" I (ELEV VARIES) 4 <br /> I I I I I I <br /> W <br /> A FRAImW OI IW, <br /> of <br /> z W <br /> NoOr sri Wu uF O W <br /> T kENIAIN It f I1Arlr G I FOUNDATION PLAN NOTES U- <br /> 1 ab-on-Grade sha be 4 th ck.Slab shall be poured over Free Dra n ng ranular F'll per Stec niwl RepoM1 See Arch tectural ^ O <br /> 24" <br /> - HD HD I - Draw,gs for Slab Elevators Depress on and Slope requirements L <br /> MIN RAISED--- -- <br /> 5'-3" 3'-8" <br /> STEM WALL RETURN S S� Nj, I 2 Consl'uctcrUConlrol Joint in Slabs are optional but recomme tided to control cracking When used slab areas between joists shall <br /> nyo p5o s" beapproxo,ately Square and400arorlaaa. <br /> Sl F', I EP - SD)v4,Q STEP o y o�y STEP STEM STEP <br /> L J ^-———————— ——— ————— —— 3. 1 he Contractor st all detern,e actual toot ng Slavetlons based on final grades ands to conditions.eons Bolton,of Fupengs shall beset <br /> _ ..< _ on competent properly graded bearing Sol below Frost Depth. <br /> -- —- ——— ———— —————————— — J 4. Anchor Bolts for Exterior Stud Walls shall be accordance with PIE of the Shear Wall Schedule of I/506,u.o.n. � O <br /> y,5p9 I I I, l i Pt- � �— N ^ n a O <br /> 5. Sae 10/S06 for Simpson to USP hardware conversion table. U <br /> STUB OUT RE BAR —— s o S07 .�Z' <br /> j 18"(3 PLACES) —" Nov y n <br /> U) ATTA"H 2x PORCH— _ ' PER � (n <br /> WALLS DIRECTLY 13/S07 LEGEND <br /> TO PORCH SLAB l <br /> PER 12/S07 r 1 ATTACH 2x PORCH <br /> 10 SLAB•ON-GRADE S07 WALLS DIRECTLY <br /> PORCH 'XX_ DETAIL CALL-OUT <br /> TO PORCH SLAB SX.X <br /> PER 12/S07 <br /> .__I i REFER TO ARCH'L I-i� ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> SLAB-ON-GRADE <br /> PORCH /r /- SECTION D38/4 FOR <br /> FRONT PORCH —� <br /> j FOUNDATION --� SLAB-ON-GRADE PER PIJW NOTE 1 <br /> REFER TO ARCH'L ---/ I CONSTRUCTION <br /> SECTION D38/4 FOR --11 FOUNDATION WALL <br /> FRO <br /> j L <br /> FOUNDATION 2'-SYz' 6'-g" 15'-3" t <br /> "'- a' - ''" 1'-3" 1'-11" I .,. RAISED FOUNDATION WALL <br /> CONSTRICTION 2'-4 Ys" d <br /> 7— BEARING OR SHEAR WALL ABOVE <br /> EXTENDED-FRONT PORCH OP i i0iJ <br /> - - <br /> F <br /> ' I CRAWL SPACE POST BELOW <br /> o <br /> 0 <br /> XX FOOTING CALL-OUT SEE 51807 <br /> IY <br /> S'EP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S O 2 B <br />