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SLAB -ON -GRADE <br />STOOP — <br />r-------------------- <br />— STUB OUT <br />Ft <br />ESAR 18" <br />(3 PLACES) <br />I I <br />I <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I � <br />I I 16 e�. <br />I 1 <br />CIS) <br />— — — —. <br />I plat in x <br />I <br />J <br />SLA&ON-GRADE � I �� <br />PER PLAN NOTE �I I I <br />(ELEV VARIES) <br />fe <br />I <br />I <br />I <br />I <br />I I <br />� I <br />I <br />I <br />I <br />_-I <br />I <br />I STE✓ <br />I S07 ATTACH 2x PORCH WALLS <br />DIRECTLY TO PORCH SLAB <br />PER 12/S07 <br />V <br />SLAB -ON -GRADE <br />PORCH <br />REFER TO ARCH'L SECTION <br />— <br />038/4 FOR FRONT PORCH <br />FOUNDATION CONSTRUCTION <br />1'-5YY' <br />11 �-L <br />JB OUT <br />3AR 18" <br />.. LACES) <br />STEP— <br />I <br />— <br />Y-\�Z <br />P <br />I <br />sr <br />--_8'-1 <br />ALL FRAMING OR HARDWARE <br />NOT SHOWN OR SPECIFIED <br />TOO REMAIN UNCHANGED <br />j <br />STUB OUT <br />STEP <br />f <br />REBAR 18" <br />j <br />I <br />— <br />_ <br />(3 PLACES) <br />I <br />--�I <br />I <br />I <br />STEP <br />L---- <br />I <br />—� <br />I <br />T <br />-- <br />sr I <br />I <br />SLAB -ON -GRADE <br />�I <br />PORCH <br />- <br />H <br />2'9" <br />ATTACH 2XPORCH WALLS <br />DIRECTLY TO PORCH SLAB <br />-------- <br />— — — <br />PER 12/SO7 <br />r <br />1 <br />REFER TO ARCH'L SECTION <br />S07 <br />03514 FOR FRONT PORCH <br />FOUNDATION CONSTRUCTION <br />91-5" <br />2'-10YY <br />EXTENDED FRONT PORCH OPTION - ELEV. 'A' <br />10YZ' <br />FOUNDATION PLAN NOTES <br />1 lab on -Grade shall be 4 thick. Sl-b h II b p d o B F D a ing 6ranu�er Pill per Geol h I Report See Arch li curl <br />Drawings for Slab El-ritkin. Cap n d SItip—queeneemit. <br />2. Consructon/Control Joint in Slabs e opto at but recommended to control cracking When used slab areas between josh; shall <br />be approx mately square and 400-sf or less <br />3 The Contractor shall determine ii,wat footing ei—ions based on final grades and site conditions. Bottom of Fool ngs shall be set <br />on competent property graded bearing soil below Frost Depth. <br />4, Anchor Bolts for Exter or Stud Wall, hall be n accortlance w 11 Pt 6 of the Shear Wall Schedule of IIS16, <br />5. See 10/S06 for Simpson to USP hardware conversion table. <br />LEGEND <br />SX.X XX DETAIL CALL -OUT <br />r FP-1 -3n ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br />SLAB -ON -GRADE PER PLAN NOTE i <br />r�1 FOUNDATION WALL <br />L_--J <br />RAISED FOUNDATION WALL <br />BEARING OR SHEAR WALL ABOVE <br />CRAWL SPACE POST BELOW <br />XX FOOTING CALL -OUT SEE 5IS07 <br />STEP STEP TOP OF STEM WALL <br />0 1 2 4 8 16 <br />