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G <br /> F� <br /> -G <br /> W >r <br /> � SI <br /> U` <br /> 6 n= <br /> w <br /> 30'0" <br /> a =r <br /> 17'-0" L <br /> m <br /> o- <br /> SLA&ON-GRADE <br /> 24 STOOP P7-0 <br /> r — — ---- ——— v3 s 'r. <br /> . <br /> STUB OUT <br /> RESAR 18" <br /> (3 PLACES) <br /> Pi-6 I-' is 1e to Z <br /> _ ------- ---- -- -- <br /> ---- -- -- <br /> I I II <br /> I I <br /> I I I I o <br /> I I I 1 of Asry� o <br /> TVP <br /> I o 4 <br /> I e 6 16 QQ� a sD7 16 TYP O a <br /> L I I ® v.Y <br /> J L J L J L J <br /> s•-sY4' <br /> I , � I <br /> S <br /> ( 2`0.• ' 4-4" 2, I o T CW'' <br /> -1- <br /> •I i 16 24 78 i i<, � L-5------- 6 <br /> —, <br /> z0 <br /> 6-6 —J H <br /> m 3 e W- V o z S I 2 LU <br /> I oP L y� l W <br /> I I 16 ter I I m <br /> SLAB-ON-GRADE 2 <br /> 12'-0" 6'-6Ys" z 0 I (ELEV VARIES) <br /> ,FALLFRAMINGOR HARDV"REI I I z W <br /> NOT SHOWN OR SPECIFIED I O W <br /> TO REMAIN UNCHANGEL - M I I 'I <br /> — I I FOUNDATION PLAN NOTES O <br /> I I HD HD Slab-on-Grade shall be 4 thick Slab shall be poured aver Free Dra4ning Granular F'll per eotechrscal Report Sae Architectural <br /> 5'-3" 3'-8" I Drawings for Slab El...b,n,Depression and Slope rsqu rements. } <br /> 24'MIN RAISED -_ I <br /> . Ue uu N -m 2 C. Ilu.on/Contra)Joint In Slab.are p f I but recommended to...to l crackin.When usetl Slab areas between Q _ <br /> STEM WALL RETURN S I I 1 p iona g jousts shall <br /> be a - t I d 400.sf or less. <br /> (3PLACRFBAR S I rya I L— 2 5 a' PProzmaeYsquarean Q U <br /> - STEP (3 PLACES -TEP �p'j�a STEP - o .STEP -- STEM STEP <br /> ——— �f —— I -— ' 09 N On r ——————— The Contractor shall delennine actual footing elevations based on final grades and site contlibons.Bottom of Foot ngs shall beset ^ Z <br /> y J LL <br /> on competent properly graded bear ng sal below Frost Depth. <br /> --- -- — - r— ------ ---- ----- -- 4 Anchor Bolls for Exteror Stud Walls shall be mamordancewiN Pt-Bofthe Shear Wall Schedule ofl/S06,u.o.n. O <br /> S ,2 Nj, P J O (,) <br /> 3 5. See l0/S06 for Simpson to USP hardware conversion taGle. <br /> STUB OUT RESAR _ _ i,Z P,-2 I� <br /> 18"(3 PLACES) d'o�y 0 p� LL� fin <br /> ro ATTACH 2x PORCH I I 1PER LEGEND <br /> WALLS DIRECTLY — — — -- _ <br /> (H=s'-s") <br /> TO PORCH SLAB � ___ <br /> %. 1 -ATTACH PORCH <br /> PER 121S07 <br /> I - = -- _ SLAB-ON-GRADE S07 WALLS DIRECTLY DETAIL CALL-OUT <br /> -- J PORCH TO PORCH SLAB SX.X <br /> PER 12/S07 <br /> REFER TO ARCKIL P7- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF I/806 <br /> SLAB-ON-GRADE , SECTION D3814 FOR <br /> PORCH / kS�I FRONTPORCH <br /> i FOUNDATION <br /> SL0.6-ON-GRADE PER PLAN NOTE 1 k <br /> REFER TO ARCH'L CONSTRUCTION <br /> SECTION D3814 FOR r m <br /> FRO FOR H 2'-6Yz" 6'-g" 16'-3" LOB FOUNDATION WALL y <br /> F <br /> r RAISED FOUNDATION WALL <br /> CONSTRUCTION --- 'IU -':_.____ ...-.__ 1'3" 1'-1," 2'-4Yi' W <br /> 30'-0" BEARING OR SHEAR WALL ABOVE a <br /> EXTENDED FRONT PORCH OPTION-ELEV. U N <br /> o <br /> CRAWL SPACE POST BELOW � <br /> OFOOTING CA—UT SEE S/S07 <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S 0 2 B <br />