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FOUNDATION PLAN NOTES: <br /> 1, ab-on- ra sal be 4"thick.Slab shall be poured over Free ra minglchn a�Report.-Sae P,rchuepural _ <br /> Drawings for Slab Elevation.Depression.and Slope requirements. <br /> 2. ConstructionlConlrol Joint in Slabs are optional but recommended to control cracking.When us,d,slab areas between joists shall <br /> Ue approximately square and 400-sf or less. Q _ <br /> 3. The Contractor shall determine actual fueling elevations based on final grades and site conditions.Sort—of Fooling.snail be set Q'u 1�- <br /> on competent,properly graded bearing soil below Fmst Depth. 2 <br /> 4. Anchor Bolls for Exterior Stud Walls shall be in accordance with PI-S of the Shear Wall Schedule of 1/S06, <br /> u <br /> v. See 10/S06 for Simpson to USP hardware conversion table. <br /> ai =_ <br /> - _.. :;.;,' n'-o•' LEGEND m o <br /> m <br /> 23/41, <br /> FP� � DETAIL CALL-OUT <br /> SLAB-ON-GRADE S <br /> 'p9N <br /> 24 P7_ ANCHOR BOLTS FOR SHEAR WALLABOVE PER SCHEDULE OF VS06 <br /> J. <br /> L J 2 j" SLAB-ON-GRADE PER PLAN NOTE 1 <br /> STUB OUT <br /> REBAR 18" - L J FOUNDATION WALL W <br /> (3 PLACES) RAISED FOUNDATION WALL a,i <br /> BEARING OR SHEAR WALL ABOVE -1 <br /> z <br /> CRAWL SPACE POST BELOW �T. <br /> FOOTING CALL-OUT SEE 5/S07 <br /> STEP STEP TOP OF STEM WALL x <br /> l r -1 r ram. K 1 <br /> I � <br /> I <br /> r <br /> I ® I I <br /> I <br /> I LL <br /> LLI <br /> LL J <br /> W <br /> ry <br /> Q <br /> I I I I z <br /> I I I I O O <br /> I J <br /> I Q <br /> I I -6'-6Yz > <br /> I W w <br /> w <br /> II I I <br /> I II ® I I m <br /> L J L J <br /> 2'01, 5Ys' 2'0" <br /> LL1 <br /> ALL FRAMING OR HARDWARE Z W <br /> O W <br /> > <br /> I NOTSHOWNORSPECIFIED <br /> TO REMAIN UNCHANGED <br /> rk LL <br /> z O <br /> HD HD <br /> •.°'n, °� 1 ) STUB OUT I 24"MIN RAISED Q Q f— <br /> I I ZO\yo ZO\yo I °.N�O'l REBAR 18" STEM WALL RETURN Q U <br /> Eivl STEP L 5~ 5 STEJ t yqt��\°j STEP L_ (3 PLACES)—_ STEP Z Z <br /> �? Ft-2 f I 7iyO�a O U <br /> STUB OUT REBAR M SO) Q <br /> 18"(3 PLACES) o LL (n <br /> P_ ATTACH 2.PORCH e <br /> WALLS DIRECTLY <br /> x PORC 1 L.—.-- —_----J TO PORCH SLAB <br /> ARECTLY 507 SLAB-ON-GRADE .. PER 12/507 1, <br /> POR <br /> CH S CH - <br /> iR12/S0LAB7 L.-----,..— -- --- <br /> REFER TO ARCH'L <br /> SECTION D38/4 FOR 1 SLAB-ON-GRADE <br /> FRONTPORCH S07 PORCH G <br /> FOUNDATION <br /> CONSTRUCTION —REFER TO ARCH'L m <br /> SECTION D3814 FOR n <br /> en <br /> FIR NT PORCH <br /> FOUNDATION <br /> 1'-3" 10'-5yz• CONSTRUCTION w <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' w o <br /> o <br /> I <br /> � _ L <br /> 114"=1'-0" d 1 2 4 8 16 <br /> S02B(M) <br />