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TYP <br />SLAB -ON -GRADE <br />STOOP <br />------------------ <br />r--------------------- --- 1 <br />—' STUB OUT <br />REBAR 18' <br />i3 PLACES) <br />I <br />I I I <br />I I I I <br />I I I I <br />I I I I <br />I <br />I <br />I I'I <br />I F�q i <br />I <br />P1.4 <br />HD <br />g f � <br />I I 'tom f i 4z I I <br />PEELE VAR ESE I - 12l0•..I I:: I I._....- ®....®. <br />SLAB -ON GRADE I � � I I <br />I L_ JI I <br />-3'-1Ya" 21-0' <br />I I I I <br />1'-DY4" <br />I I I I I I <br />I I I I II <br />I I STEP _ 1. CUT <br />I l BAR 18" <br />.LACES) <br />T <br />STEP <br />ATTACH 2x PORCH WALLS a'DIRECTLY TO PORCH S <br />LABB PER 12/S07--_J L.—-2 --- <br />- ---_--_-_----_----- <br />SLAB -ON -GRADE 2•-9" <br />fL <br />REFER TO ARCH'L H <br />SECTION �� 4'D <br />4Yi <br />D3814 FOR FRONT PORCH b._S" —5'WYz" <br />FOUNDATION CONSTRUCTION <br />i <br />ALL <br />FRAMING OR HARDWARE <br />NOT <br />SHOWN OR SPECIFIED <br />TO <br />REMAIN UNCHANGED <br />- <br />Ii STEP STUB OUT <br />REBAR 18" <br />— — -- (3 PLACES) <br />= I <br />I <br />I <br />STEP <br />IL- <br />I <br />-- <br />- <br />. <br />I STEP <br />'�I s°p <br />rTyo <br />-- ---� <br />SLAB -ON -GRADE <br />,' CI - <br />I <br />PORCH <br />L— — — — — — - <br />ATTACH 2x PORCH WALLS <br />' <br />— — — — — — — — <br />DIRECTLY TO PORCH SLAB <br />PER 12/507 <br />1 <br />REFER TO ARCH'L SECTION <br />S07 <br />D3814 FOR FRONT PORCH <br />FOUNDATION CONSTRUCTION <br />9'-5" <br />2'-10Y" <br />EXTENDED FRONT PORCH OPTION - ELEV. 'B' <br />FOUNDATION PLAN NOTES: <br />1 S ab-on-Grade shall be 4-thick Siab shall be poured over Free Draining Granular Fill per Geotechrucal Report See Architectural <br />Drawing. for Slab Elevation Depression and Slope requirements <br />2. Constructon/Control Joint m Slabs are optional but recommended to control cradong. When used slab areas befwee t joists shall <br />be approx mately square and 400-sf of less. <br />3 The Contractor shall determine adu,I footing elevations based on final grades and site condmons Bottom of Footings shall be set <br />on competent properly graded bearing soil below Frost Depth. <br />4. Anchor Bolts for Exterior Stud Walls shall ben a000rdance with P143 of the Shear Wail Schedule of 1IS0a, u.o,n <br />5. See 10/SD6 for Simpson to USP hardware come <br />LEGEND <br />SX.X <br />DETAILCALL-OUT <br />P1-X <br />ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br />SLAB -ON -GRADE PER PLAN NOTE, <br />r�1 <br />FOUNDATION WALL <br />L---J <br />0 <br />RAISED FOUNDATION WALL <br />0 <br />BEARING OR SHEAR WALL ABOVE <br />CRAW - 5PArE POST BELOW <br />( <br />-FOOTING CALL -OUT SEE 5/S07 <br />STEP <br />STEP TOP OF STEM WALL <br />0 1 2 4 8 16 <br />