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0 <br /> FOUNDATION PLAN NOTES: <br /> 1. Drawings <br /> or S'hall d.n. k.Slab shall be poured over Free Dreininq Granular FiII pe�eolachnical Repon.Sae Architectural F`� <br /> Drawings for Slab Elevation.Depression,and Slope requirements. <br /> 2. b,app c,o Wlnbol Joint in Slabs are optional but recommentletl to tenant tracking.When used,slab areas between joists shall <br /> W 3`, <br /> bb appronimataly square and 400at or lass. O G =V <br /> 3, The Contract,,shall determine actual footing elevations based on final grades and site conditions.Bottom of Fooling,shall be set �w Z <br /> on mnipetent.properly graded bearing sail below Frost Depth, w ix= <br /> V Q o U, <br /> 4. Anchor Bolls for Exterbr Stud Walls shall be in acc,rtlanct,with P1.6 of the Shear Wall Schedule of 1/S06,u.o.n. W= x >Q <br /> w•� <br /> 5. See 10/S06 to,Simpson to USP hardware conversion table. Q e <br /> di =_ <br /> 17'-0" LEGEND mG <br /> 2a/ -- n <br /> m <br /> Derna cAu-our <br /> sx.x <br /> SLAB-ON-GRADE <br /> N N <br /> STOOP <br /> ®-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 (n ' <br /> L J 2a/" SLA.-..­G—E PER PLAN NOTE 1 1,4U'�s <br /> STUB OUT - Z <br /> REBAR 18" r0, FOUNDATION WALL <br /> L <br /> (3 PLACES) <br /> Isr 6 [_ RAISED FOUNDATION WALL <br /> ' -"'�- '�.. ., BEARING OR SHEAR WALL ABOVE c <br /> G - ------- --- ---- —� Cs <br /> I I <br /> CRAWL SPACE POST BELOW T. <br /> Xx FOOTING CALL-OUT SEE 5/S07 ' 1 oF A. <br /> . <br /> t STEP STEP TOP OF STEM WALL z <br /> q ® I 1 rgyu <br /> L J L J <br /> ILL <br /> J <br /> i I I L LL w <br /> 2'in <br /> �Qr� <br /> 1 I I iw Z <br /> O Z <br /> I I I I <br /> I I I I Lll <br /> Z ILL <br /> I 1 <br /> m <br /> I I I I <br /> I I 1e 1e I I <br /> IL J IL <br /> 1J <br /> 2•-o^ s-sYz-o' <br /> _ I I I I F— <br /> LL1 <br /> z � <br /> ALL FRAMING OR HARDWARE ; <br /> NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED O W <br /> I LL. <br /> HD HD I s O <br /> 3• I I I I � Z } <br /> STUB OUT 24"MIN RAISED <br /> 8" Oyo Oyo ,�p`•?-1 REBAR 18" STEM WALL RETURN <br /> STEM - STEP ti�^� ��'�� STEP O `�� I - <br /> - 5�� ^\ STEP L— (3 PLACES) STEP J U <br /> —— ———_———— ^ Z <br /> Z _ <br /> o? , I I <br /> t B OUT REBAR STU :o <br /> 18" L(3 PLACES) '. o <br /> ATTACH PORCH DI e <br /> WALLS DIRECTLY � <br /> >:PORCH- 1 f —__ __—_ —J TO PORCH SLAB <br /> tlRECTLY S07 SLAB-ON-GRADE — PER 12/S07 <br /> CH SLAB PORCH <br /> — <br /> :R 12/S07 — ——— <br /> REFER TO ARCH'L <br /> SECTION D38/4 FOR 1 SLAB-ON-GRADE <br /> FRONT PORCH S07 PORCH k <br /> FOUNDATION <br /> CONSTRUCTION m <br /> REFER TO ARCH'L <br /> SECTION D3814 FOR <br /> - 6 FRONTPORCH F 9 2 8yz FOUNDATION <br /> CONSTRUCTIONoL <br /> w <br /> EXTENDED FRONT PORCH OPTION-ELEV.H Lid <br /> N <br /> 0 <br /> w <br /> 0 1 2 a 8 78 <br /> S02B(M) <br />