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1'-10Y" <br />ALL FRAMING OR HARDWARE <br />NOT SHOWN OR SPECIFIED <br />TO REMAIN UNCHANGED <br />I <br />STUB OUT STEP <br />REBAR 18" <br />(3 PLACES) <br />I <br />I <br />I <br />STEP <br />1 <br />I_ — <br />— _J <br />I <br />_j STEP I <br />I <br />�5n <br />I <br />I <br />I <br />SLAB -ON -GRADE <br />d l D I PORCH <br />ATTACH 2x PORCH WALLS <br />-- -- ----- DIRECTLY TO PORCH SLAB <br />1 PER 12/S07 <br />S07 ---- REFER TO ARCH'L SECTION <br />D3814 FOR FRONT PORCH <br />FOUNDATION CONSTRUCTION <br />EXTENDED FRONT PORCH OPTION - ELEV. 'B' <br />SLAB -ON -GRADE <br />STOOP <br />�I— — — — — — — — - — — — — — — — — — — — <br />------------------- — ----------- <br />STUB OUT I <br />REBAR 18" <br />1 (3 PLACES) <br />—I <br />I I IFI <br />I I I I <br />I I I I <br />2'-04'-3" 5'4Yz' 6'-," 6'-0" 2'-0' <br />I TYP <br />4 <br />S07 o� <br />a I <br />I 1 18 to 24 24 18 Q�Q 18 I I <br />Ir r r F 7 r r r 1 <br />11 I .a I ®I <br />L J L_J L—J L—JI <br />I I <br />I <br />I ,a 16 1e I I <br />Y a ®I 1 I <br />L� L J L I \ <br />-0" 4'-3 43 '- — _ _ _ _ _ _ <br />ff <br />F-- -- -- -- — ----- C <br />P peo I <br />ti <br />I <br />HD <br />I <br />I I I I <br />I=11 7-1 <br />I L J L J I SLAB -ON -GRADE <br />PER PLAN NOTE 1 I. <br />.. '-0" 3'-1Yz" ,4'-1%" 2' 0 � (ELEV VARIES) <br />I <br />I I 1•-9Y<" I I � I <br />II I I <br />I I I <br />I I <br />STUB OUT STEP I I <br />REBAR 18" <br />(3 PLACES) ---- 4 _ <br />IL J <br />STEP I <br />,. — — — — — I ATTACH 2x PORCH WALLS S07 <br />0 <br />'STEP I DIRECTLY TO PORCH SLAB - - <br />I PER 12/S07 <br />SLAB -ON -GRADE <br />PORCH <br />S07 <br />REFER TO ARCH'L SECTION <br />D3814 FOR FRONT PORCH <br />FOUNDATION CONSTRUCTION <br />1'-5Yz' <br />FOUNDATION PLAN NOTES: <br />i, Slab -on Grade shall be 4' Ih ck Slab she a poured over Free Ora n rg Granular F I per eotechn camel kepon Sas Archltetlu.1 <br />Oraw ngs for Slab Have"-, Depression, antl Slope requ cements. <br />2 Construct on/Control Joint to Slabs are optional but recommended to control cracking When used slab areas between joists shall <br />be approximately square and 400-af or a- <br />3. The Contractor shall determine actual footing elaval o 1s based on final grades ands to conditions Bob— of Footings shall oe set <br />on competent, Properly graded bearing sod below Frost Depth, <br />4. Anchor Bolts for Exterior Stud Walls shall be in accordance, with Pt£ pf the Shear Wall Schedule of 1/S06, u.o.n. <br />5. See 10/SD6 for Simpson to USP hardware conversion table. <br />LEGEND <br />I� <br />O <br />STEP <br />DETAIL CALL -OUT <br />ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br />SLAB -ON -GRADE PER PLAN NOTE 1 <br />FOUNDA [ION WALL <br />RAISED FOUNDATION WALL <br />BEARING OR SHEAR WALL ABOVE <br />CRAWL SPACE POST BELOW <br />FOOTING CALL -OUT SEE 5/S07 <br />STEP TOP OF STEM WALL <br />T. <br />00 c� <br />L <br />Z W <br />J <br />a <br />Z <br />O z <br />Z <br />Z > <br />W W <br />J <br />J W <br />m <br />W <br />Z of <br />W <br />0 <br />W <br />LL <br />F— O <br />` Q <br />� U <br />Z p„ o <br />0 <br />U_ <br />U <br />114"=1'-0" 0 1 2 4 8 16 <br />S02V <br />