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FOUNDATION PLAN NOTES _ <br /> 1. Slab-on-re a shal be 4"thick,SIaU shall ba pouretl ovar Frea Draining Granular Fill per GeoteMnical Report.Sae ArcniteUural lu',- <br /> Drawings for Slab Elevation,Depression,and Slope requvaments. ,f <br /> W z <br /> 2. be ppucl-Ite, q Joint n Slabs are optional but mcommentletl to control cracking.When used.slab areas between joists mall v <br /> De approximately square and 400-sf or less. 0 G a = <br /> J. The Contractor shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings Shall be set QQ` Z <br /> on competent,properly graded bearing soil below Frost Depth. U ' 1= <br /> 4. Anchor Butts for Exterior$too Walls shall be in accordance Mid,PI-6 of the Shear Wall Schedule of 1/806,u.o.n. <br /> U., 5. See 10IS06 for Simpson to USP hardware conversion table. Q ¢ W w <br /> L =_ <br /> -._ -- 17'_D,• LEGEND <br /> u'm <br /> FP SX.X DETAIL CALL-OUT <br /> - SLAB-ON-GRADE �N9N <br /> STOOP a� 24 P-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11SOB to <br /> 2%' � SLAB-ON-GRADE PER PLAN NOTE 1 2 <br /> STUB OUT = <br /> REBAR 18" L J FOUNDATION WALL W <br /> (3 PLACES) (d� - <br /> RAISED FOUNDATION WALL A <br /> - - I GEARING OR SHEAR WALL ABOVE <br /> z <br /> CRAWL SPACE POST BELOW T. <br /> / <br /> XX FOOTING CALL-OUT SEE S/SO7 {bo SH4 a <br /> I I <br /> STEP STEP TOP OF STEM WALL ) <br /> 18 18 i6 ` I <br /> 6 vP <br /> k]Ti� <br /> L J L J <br /> II I I <br /> I I I <br /> co W <br /> I I <br /> W <br /> 2 0 <br /> Q <br /> a O O <br /> 6'1Yz m' J <br /> W W <br /> w <br /> I I I I <br /> I I 1e 16 I I <br /> i <br /> ® I I <br /> 2 0 <br /> W X <br /> I ALL FRAMING OR HARDWARE W <br /> NOT BROWN OR SPECIFIED <br /> O W <br /> ' ( TO REMAIN UNCHANGED � <br /> HD I 7 <br /> I HD 5-3" L <br /> STUB OUT 24"MIN RAISED !"f. I <br /> 8„ O o 0 o de'1 REBAR 18" STEM WALL RETURN <br /> afC-NI STEP ,�� 5~���� STEP 1 0^\`�� STEP (3 PLACES) STEP Z J z <br /> ---- L------- -J e --- <br /> LAi. <br /> o° I P I iso�o O C� <br /> STUB OUT REBAR <br /> 78"(3 PLACES) I I I m <br /> WALLS DIRECTLY <br /> I L i <br /> —— — — - LL <br /> ATTACH 2x PORCH <br /> I <br /> 1x PORC 1 L—.—T ——————�.. TO PORCH SLAB <br /> DIRECTLY gp7 SLAB-ON-GRADE ,,, PER 12/S07 <br /> 2CH SLAB PORCH <br /> _ _R 12/S07 �----- — -- --- <br /> REFER TO ARCH•L <br /> SECTION D3814 FOR i SLAB-ON•GRADE <br /> FRONT PORCH S07 PORCH <br /> FOUNDATION j k <br /> CONSTRUCTION <br /> REFER TO ARCHT m <br /> SECTION D38/4 FOR m 1 <br /> FRONTPORCH f- <br /> 1•-11" FOUNDATION <br /> CONSTRUCTION w <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' F <br /> I o <br /> ou <br /> 0 I 2 J 8 76 <br /> S02A(M) <br />